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HomeMy WebLinkAbout6.1-1702 Record Drawingi k LIST OF DRA WINCS SHEE T 1 T1 TL E SHEE T SHEET 2 ROAD WAY SECTIONS SHEE T 3 DETAILS &ROA D WA Y SECTIONS SHEE T 4 DEMOLITION PLA N SHEET 5 ALLEN ROAD CONSTRUCTION PLAN SHEET G BRIMHALL ROAD CONSTRUCTION PLAN SHEET 7 ALLEN ROAD STRIPING PLAN SHEET 8 BRIMHALL ROAD STRIPING PLAN (ALLEN ROAD) SEE SHEET 5 OF 8 9 BASIS OF BEARING (ALLEN ROAD) SEE SHEET 5 OF 8 (BRIMHALL ROAD) SEE SHEET 6 OF 8 CITY STANDARDS SW ----2, ST -1, S-3, T-2, T-25 STATE STANDARDS A 10C, ' A 1 DD, A20A, A208, A20D, A24A, A24E, A 73B, A 73C CONVENTIONAL SYMBOLS —EASEMENT RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE W G OH --- TV --- 0 M.H. P.P. f STREE AV WIDENING., NORTH AND WEST OF THE ALLEN ROAD AND BRIMHALL ROAD INTERSECTION — -- — ---- - -- -- — EXIST. CURB & GUT TER ------- EXIST. A.C. FLOWLINE - •�� - - - ,/` - - - `j' - EXIST. EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS UTILITY SYMBOLS EXIST WATER LINE W.M. EXIST SEWER LINE S EXIST GAS LINE 2,900 EXIST STORM DRAIN SD EXIST AERIAL ® EXIST UNDERGROUND E LINES N GAS VALVE POWER LINE EXIS T UNDERGROUND TRAFFIC STRIPE (DETAIL 31) EXIS T UNDERGROUND T TV CABLES 2,530 LF PHONE LINE - EXIS T OIL LINE PAVEMENT MARKING (TYPE t/1 ARROW) EXIST FIBER OPTIC LINE FO MANHOLE POWER POLE EXISTING MONUMENT FU TURE MONUMENT S TREE T LIGH T STREET LIGHT WIMAST ARM CLEAN OUT F. H. ,lD.► FARE H YDRAN T W.M. REMOVE TRAFFIC STRIPES AND PA DEMENT MARKINGS D WATER METER W, v. 2,900 m WATER VALVE G. M. LF ® GA S METER G. v. TRAFF/C STRIPE (DETAIL 278) N GAS VALVE -0� BENCHMARK E AUTO SCOPE Q PRE-EMPTION DEVICE I HOG yt t e y � _ — _._.., :.x:s:ztt:xa:xa.aa. :.: xn :o..... ..,a,., :.:.: cn:m:yx-x.•^---...,..,....., x w f.... ),...t,_....3f-•} A. , t ._j__L yj`�,- wwW b t T .► �..__....._._.. _T � �". ��`'� �� M��••�..��-, _ a-- .,�..� � r ��`� �.� �' �.- -�I r r r , y l i, I 117, f LT _: a:::;*a�:s,.r.s.��:s:•m:�� �tq S_ gra �r _._.._. ._._. .w._. .. «.«. ._...... ......... w.,... ..... ... ,.., ..._.... ..w..... it �'� j' � `{ -_ i r.w YVZ„,? ` y ' f �• pct .... _. 4 .r �,: J`, ^..^•� ' � � ." �„^ �I f fj+..... .__ �' �� �� .J.,�,�,4 k7µ1 "`fR-._`ti='. f Yf ` r $"."1 F.",.,# � ,_... t .. I 3'6�'" ,.,_. 1 l : �``'�^jq }•'..` ^ Z r^i { (�".�..`./ e}: d --.,...-h ,••-'�•4.it ....._..' r t _LOCA TION MAP - NO T TO scacE FINAL PAY QUANTITIES l7EM fST/MATED UNIT OF QUANTITY MEASURE REMOVE TRAFFIC STRIPES AND PA DEMENT MARKINGS 11,645 SF EAR rHWORK (ROADWAY EXCA VA TION) 2,900 Cy TRAFFIC STRIPE (DETAIL 8) 5,955 LF TRAFFIC STRIPE (DETAIL 21) 345 LF TRAFF/C STRIPE (DETAIL 278) 2,284 LF TRAFFIC STRIPE (DE 7A/L 28) 1,938 LF TRAFFIC STRIPE (DETAIL 31) 319 LF TRAFFIC STRIPE (DE TA/L 38A) 2,530 LF PAVEMENT MARK/NG (TYPE /V ARROW) 495 SF PAVEMENT MARKING (TYPE t/1 ARROW) 84 SF PAVEMENT MARK/NG (CROSSWALK) 433 SF Jab No.: T1 K214 File Path: K:\LDD—ENGINEERING\2010-2011\T1K214--Allen Road—Brimholl Road Widening\dwg File Name: Allen Rd Brimholl Rd Wide.dwg _9 C rA STATE , CALIFORNIA r 0 NO TE: J J THE CONTRACTOR MUST POSSESS THE FOLLOWING T VALID LICENSES CLASS' �4 m 0 No TE: 2 THE CONTRACTOR SHALL CONTACT THE USA LOCATOR � SERVICE 7-800-642-2444, 48 HOURS PRIOR TO OQ EXCA VA TION. W J ujJ Q PROJECT LENGTH 0.38 MIL ES L� n W AP;PRUVEL� i ay: Q Z 1 D)I RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31--11 DATE PUBLIC WORKS DIRECTOR DEAN APPROVAL RECOMMENDED BY: C 46803 * Exp. 6-30-13 * Zal S ASSISTANT PUBLI WO S DIRECTOR Bq W CIVIC OF CA's RECORD D RJB WINS CIVIL ENGINE R IV — ENGINEERING DATE JUNE 2 7 2012 .. Q = • p TRAFFIC ENGINEERING DATE STREET WIDENING. -NO 1 NORTH AND WEST OF THE ALLEN ROAD of AND BRIMHALL ROAD INTERSECTION 8 SHEETS Toa a 1 2 i CONTRACTOR SHALL MATCH EXISTING CROSS SLOPES AT STA. 12+23 AND TRANSITION TO 1.75% CROSS SLOPE AT STA. 12+35. SEE PLAN VIEW ON SHEET 5 AND SHEET 6 FOR LOCATIONS. OF VARYING CROSS SLOPES. ^N 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, o USING NATIVE MATERIAL. CONTRACTOR SHALL 1 COMPACT SHOULDER BACKING TO W 90% RELATIVE COMPACTION. Z Q m 0 W f-- 0 0 N it r- 2' GRADING DAYLIGHT A 0 N 0 Q� 0 z 0 V) Iz 0 C_ E .L m iz c Q i c C Q) 0 0 0 C_ E m I 0 0 I i-- O N I O O N z 57 W W z z W Lj I m CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT 18' MAXIMUM, WEST OF ALLEN ROAD CENTERLINE, EXCAVATE TO DEPTH OF 1.20 FEET, PROOF ROLL NATIVE, AND BACKFILL WITH 0.75 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. i� II II 11 55'-12 11 I 1 48' �- z ��.r. L..-30 to FACE OF WALL. REFER TO I 1 PLANS FOR LIMITS OF WALLLLJ 10 I I j6'4v t?' % s, z 1 I 5 E. G. 1� NEW F. G MWE ALLEN ROAD ROADWAY SECTION O' w ► 18' 4 4 ' Qs Z NEW F.G. GRADING DA YLIGHT _ GRAD EG ___, ____ � .. _ _ _.._._ i _. ���/� %!/` ���,,�i�. �I I ISI 1 I. �I I I " �-- �, '�,... .✓ _ _.._,��.., .��"� �-- � I LI i ErL-11 ' I STA. 39+85.36 TO STA.40+71; NOT TO SCALE STA. 40+71 TO STA. 42+13; STA. 42+35 TO STA. 43+24.83 ALLEN ROAD t�W� ROADWAYSECTION STA. 33+00 TO STA, 39+85.36 CITY OF` BAKERSFIELD, CALIFORNIA NOT TO SCALE ALLEN ROAD rD ROADWAY SECTION 2 STA. 30+4274 TO STA. 33+00 NOT TO SCALE 96.56' NEW F, G COLD PLANE TO A MINIMUM DEPTH OF 0.20' AND CAP WITH 0.20' TYPE "A" ASPHAL T CONCRETE. Ip 18' E. G. W 0.20' Iv i _... I-- Lj3 .,.,..._.�. � ...«..............._ F 3 I .... i € ...,_.......... � ,_............_..... { _.._.-_......_.. I ! � �' F "..__ i € F `t I .«......». ...._ t I � ....... .._... � ! _.... ._ � �. � -..._ f i w ALLEN ROAD C ROADWAY ,SECTION 2 STA. 30+07.50 TO STA. 30+42.74 NOT TO SCALE s % STA. 12+35 TO STA. 19+03.37 NOT TO SCALE 0 46.1 ' r VARIES 13.9' G NEW F. G. to 13.7' o iEG i i 0.20' z o ................ . ........ 0.20 COLD PLANE TDA MINIMUM DEPTH OF .�.._._ 0.20' AND CAP WITH, II �€ j�M f�-" -; 0.2D' TYPE "A"�6 1-��� I �IP�_i� ASPHAL T CONCRETE. -, ` !3 % STA. 12+23 TO STA. 12+35 NOT TO SCALE File Name: Allen Rd BrimhaN Rd bi/'de Drawn: S. LQWE STREET WIDENING= NORTH AND WEST OF THE ALLEN ROAD PUBLIC WORKS DEPARTMENT Job No.: TIK214 Engineer: S, LOWS Dote: Nov. 8, 11 Checked By. AND BRIMHALL ROAD INTERSECTION - 1'7 0 c� SHEET NO.. 2 OF 8 2 3 CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY TO THE LIMITS SHOWN ON THE PLANS, PROOF ROLL NATIVE, CONTRACTOR SHALL REMOVE EXISTING CONCRETE g WALL WITH BRICK CAP WHERE INDICATED ON THE PLANS. NOTE: WALL APPEARS TO BE SLUMP STONE /4-0/m// REGISTERED Cl VIL N (NEER pRpFESSlpN ID AN Rq�C Fac C 46803 AND COMPACT TO 90% RELATIVE COMPACTION, AND CONSTRUCT 6 INCH THICK PORTLAND CEMENT CONCRETE DRIVEWAY PER CITY OF BAKERSFIELD STANDARD ST -5 AND ST -25. CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND BLOCK; HOWEVER, THE HOMEOWNER INDICATED IT IS SOLID CONCRETE WITH REBAR REINFORCING. CONTRACTOR SHALL EXCAVATE TO A DEPTH OF 1.90 FEET, PROOF ROLL NATIVE, AND BACKFILL WITH 1.50 FEET OF CLASS II AGGREGATE BASE, CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 * Exp. 6-30-13 s'�9 ClViL TF OF CA& GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. COMPACTED TO 950/8 RELATIVE COMPACTION, AND REVISIONS 7 CONTRACTOR SHALL APPROACH PER CITY CONSTRUCT RESIDENTIAL DRIVE OF BAKERSFIELD STANDARD ST -5. THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.20 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. No. DATE DESCRIPTION CONTRACTOR SHALL CONSTRUCT COMBINATION 1 / / SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. O' w ► 18' 4 4 ' Qs Z NEW F.G. GRADING DA YLIGHT _ GRAD EG ___, ____ � .. _ _ _.._._ i _. ���/� %!/` ���,,�i�. �I I ISI 1 I. �I I I " �-- �, '�,... .✓ _ _.._,��.., .��"� �-- � I LI i ErL-11 ' I STA. 39+85.36 TO STA.40+71; NOT TO SCALE STA. 40+71 TO STA. 42+13; STA. 42+35 TO STA. 43+24.83 ALLEN ROAD t�W� ROADWAYSECTION STA. 33+00 TO STA, 39+85.36 CITY OF` BAKERSFIELD, CALIFORNIA NOT TO SCALE ALLEN ROAD rD ROADWAY SECTION 2 STA. 30+4274 TO STA. 33+00 NOT TO SCALE 96.56' NEW F, G COLD PLANE TO A MINIMUM DEPTH OF 0.20' AND CAP WITH 0.20' TYPE "A" ASPHAL T CONCRETE. Ip 18' E. G. W 0.20' Iv i _... I-- Lj3 .,.,..._.�. � ...«..............._ F 3 I .... i € ...,_.......... � ,_............_..... { _.._.-_......_.. I ! � �' F "..__ i € F `t I .«......». ...._ t I � ....... .._... � ! _.... ._ � �. � -..._ f i w ALLEN ROAD C ROADWAY ,SECTION 2 STA. 30+07.50 TO STA. 30+42.74 NOT TO SCALE s % STA. 12+35 TO STA. 19+03.37 NOT TO SCALE 0 46.1 ' r VARIES 13.9' G NEW F. G. to 13.7' o iEG i i 0.20' z o ................ . ........ 0.20 COLD PLANE TDA MINIMUM DEPTH OF .�.._._ 0.20' AND CAP WITH, II �€ j�M f�-" -; 0.2D' TYPE "A"�6 1-��� I �IP�_i� ASPHAL T CONCRETE. -, ` !3 % STA. 12+23 TO STA. 12+35 NOT TO SCALE File Name: Allen Rd BrimhaN Rd bi/'de Drawn: S. LQWE STREET WIDENING= NORTH AND WEST OF THE ALLEN ROAD PUBLIC WORKS DEPARTMENT Job No.: TIK214 Engineer: S, LOWS Dote: Nov. 8, 11 Checked By. AND BRIMHALL ROAD INTERSECTION - 1'7 0 c� SHEET NO.. 2 OF 8 2 3 c w O J w z Q to m 0 O J O N it r - Q3 m 0 E m v Q v i3 0 E m 0 m c v Q �I V 0 N I O O N 0 z UJ W z C.� Z W I D J ,. CONTRACTOR SHALL MATCH EXISTING CROSS SLOPES AT STA. 12+23 AND TRANSITION TO 1.75% CROSS SLOPE AT STA. 12+35, 2 SEE PLAN VIEW ON SHEET 5 AND SHEET 6 FOR LOCATIONS OF VARYING CROSS SLOPES. 3 4' WIDE SHOULDER GRADED AT 2.0% AWAY FROM EDGE OF PAVEMENT, AND VARYING WIDTH 4:1 TIE-IN. CONTRACTOR SHALL INSTALL SHOULDER BACKING, USING NATIVE MATERIAL. CONTRACTOR SHALL COMPACT SHOULDER BACKING TO 90% RELATIVE COMPACTION. i � c i a 0jf.20' � 1 COLD PLANE TO A — MINIMUM DEPTH OF 0.20' AND CAP WITH 0.20' TYPE "A " ASPHAL T CONCRETE. I 55' NEW F. G. Vt, d p,10A s'X«SING CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT 18' MAXIMUM, WEST OF ALLEN ROAD CENTERLINE, EXCAVATE TO DEPTH OF 1.20 FEET, PROOF ROLL NATIVE, AND BACKFILL WITH 0.75 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.25 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT, 46' _z 18' o v E. G. fo 0.20' _J N ROAD 1 ROADWAYSECTION q1) STA. 43+24.83 TO STA. 43.36.83 NOT TO SCALE CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT DRIVEWAY TO THE LIMITS SHOWN ON THE PLANS, PROOF ROLL NATIVE, AND COMPACT TO 90% RELATIVE COMPACTION, AND CONSTRUCT 6 INCH THICK PORTLAND CEMENT CONCRETE DRIVEWAY PER CITY OF BAKERSFIELD STANDARD ST -5 AND ST -25. CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1. N CONTRACTOR SHALL CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STANDARD ST -5. 8 CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -8. 8.125' ExIS7iNG PAVED DRI I /E'WA Y 10'— TIE-IN 0'—TIE-IN LINE I 5 -0 0 3.00% 4 A' 55' NEW F. G. SIRp.1G1N1 G� o-- ip w 185" z U £ IU ICI CI CONTRACTOR SHALL REMOVE EXISTING CONCRETE WALL WITH BRICK CAP WHERE INDICATED ON THE PLANS. NOTE: WALL APPEARS TO BE SLUMP STONE BLOCK; HOWEVER, THE HOMEOWNER INDICATED IT IS SOLID CONCRETE WITH REBAR REINFORCING. n1 O CONTRACTOR SHALL EXCAVATE TO A DEPTH OF 1.90 FEET, PROOF ROLL NATIVE, AND BACKFILL WITH 1.50 FEET OF CLASS 11 AGGREGATE BASE, COMPACTED TO 95% RELATIVE COMPACTION, AND THEN CAP WITH 0.20 FEET TYPE "A" ASPHALT CONCRETE PAVEMENT OVER 0.20 FEET TYPE "B" ASPHALT CONCRETE PAVEMENT. STA, 42+13 TO STA. 42+35 NO T TO SCALE TIE-IN LINE ESS • �40AN pE REGISTEREDCIVIQ ENGINEER u C 46803rri * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE 9TF - CAi BAKERSFIELD, CA 93301 OF CAt-�F REVISIONS No. DA TE DESCRIP TION �IAT 2 / / EXISTING PAVED DRIVE WA Y z 4 1 ALLEN ROAD ROADWAYSECTION & G DRIVEWAY DETAIL 3 J STA. 40+49 TO STA. 40+71 NOT TO SCALE 0001 DETAIL✓ AND 9 OWAY OECTION� • /_ File Name. Allen Rd Bri14 Rd Wide Drawn: S. LOWS STREET WIDENING- NORTH AND WEST OF THE ALLEN ROAD SHEET No. CITY OF BAKERSf=IEL_D, CALIFORNIA PUBLIC WORKS DEPARTM NT Job No.: T1K214 Engineer: S. LOfNE ©ate: Nov. 8, 11 Checked By. S AND BRIMHALL.. ROAD INTERSECTION 1 3 of 8 1 2 3 w 0 z Q U) >-- m 0 uj F- 0 0 5 00 Q- �r d- O 06 0 a� s� E a� 0 z a 0 a� v 0 X_ E m a� Q c 0 0 ry 0 c - E m -a o F. W � M Z y c Q + �Z- �i Q I� ya o Vp o Q� �w 0 / t z_ u LxJ w z z Lil I 0 Y e Nva 12' TELECOM. �- FO " " F70 - •. _. p- _ TS _-- --- — — — — _ w ._ LI I 1)�STA. 12+35 BRIMHALL RG 'LANING SEWER 12 0 ... STA. 15f8J-7.50' LT COLD PLANE ANGLE POINT MONUMENT ELEV. = 35236 E3911WHALL RRONTAOE ROAD MATCH LINE A II ® , .� �-- 52.3 ' I �• Jr' I l C� BRIMHALL ®TYPE N( IIIIIIIIINZY05 Fc SCALE: 1 " = 40' ' LIMITS OF COLO PLANING (ALLEN ROAD BAST BEARING) NORTH 00,�-' 43'$34" EAST CENTERLINE OF ALLEN ROAD m COLD PLANE IN AREAS INDICATED ON PLANS. SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN ON THE PLANS. REMOVE EXISTING CONCRETE WALL WITH BRICK CAP AS SHOWN ON THE PLANS. W1--7, TYPE N(CA) EXISTING CURB AND GUTTE E III 57REEE'T S � WALNUT TREE 6 �_"" �� .-w-_-- EXISTING CURB AND GUTTER A LLE1 ,� ... RCCA P- 07L SCALE, 1 -- 40V TOWN ROAD QRpEESS/0�� pEAN c rn REGISTERS GINEER C 46803 * Exp.6-30--13 CITY OF BAKERSFIELD - 1501 TRUX TUN AVENUE 9A CEV11- BAKERSFIELD, CA 93301 F OF CA\-\�� REVISIONS No. DA TE DESCRIP TION 1 / / 3 ! / ,S 47 / I DEMOLITION NOTES 1� CONTRACTOR SHALL REMOVE EXISTING CONCRETE WALL WI TH BRICK CAP WHERE INDICATED ON THE PLANS. NOTE.' WALL APPEARS TO BE SLUMP STONE BLOCK, HOWEVER, THE HOMEOWNER INDICATED IT IS SOLID CONCRETE WITH REBAR REINFORCING. 2Q CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHAL T CONCRETE PA VEEMENT WHERE INDICA TED ON THE PLANS. El CONTRACTOR SHALL REMOVE EXISTING 6 INCH STAND PIPE WHERE INDICA TEYN THE PLANS CONTRACTOR SHALL REMOVE LINEAR FEET OF EXISTING $6 INCH DIAMETER CONCRETE IRRIGA TION PIPE. PLUG PI PE AT :E;rA 4.3- 25, ® CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PA VED DRI VEWA Y ENTRANCES WHERE INDICA TED ON THE PLANS CONTRACTOR SHALL REL OCA TE MAILBOX. CONTRACTOR SHALL COORDINATE THE NEW LOCA TION OF THE MAILBOX WITH THE HOMEOWNER. CONTRACTOR SHALL REMOVE EXISTING TREES AND SHRUBS PER SPECIAL PROVISIONS. L_'_1 CONTRACTOR SHALL REMOVE EXISTING A. C. DIKE WHERE INDICA TED ON THE PLANS. CONTRACTOR SHALL RELOCATE ROADSIDE SIGNS TO NEW L OCA TIONS INDICATED ON THE PLANS ® NOT USED 10 PROTECT IN PLACE. ANY DAMAGE TO ITEMS INDICATED BY THIS NOTE SHALL BE FIXED OR REPLACED BY THE CONTRACTOR A T CONTRACTOR'S EXPENSE. Fl -fl UTILITY FACILITIES TO BE ADJUSTED AND/OR REL OCA TED BY OTHERS. 12 CONTRACTOR SHALL ADJUST MANHOLE LID, FRAME AND COVER TO CONFORM TO FINISHED PA VEMEN T SURFACE. WORK SHALL BE DONE PER CITY OF BAKERSFIELD STANDARD SW -2. CONE SHALL HAVE A PVC LINER WHICH SHALL BE APPROPRIA TEL Y SEALED TO THE EXISTING LINER BELOW IT [1 3 CONTRACTOR SHALL REMOVE EXISTING RAILROAD TIES WHERE INDICA TED ON THE PLANS 14 CONTRACTOR SHALL REMOVE EXISTING SURFACE MOUN TED CHANNEL IZERS WHERE INDICA TED ON THE PLANS. vr..►r►vi..► i ►a.i► y r l.r u v I IV-: File Nome: Allen Rd Brimholl Rd Wide Drawn: S. LOWE STREET WIDENINGS NORTH AND WEST OF THE ALLEN ROAD CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K214 En ineer: S. LOWE Date: Nov. 8, 11 Checked By. AND BRIMHALL ROAD INTERSECTION U SHEET NO. 4 OF 8 1 2 3 W 0 J W z Q m D W 0 J 0 �r- #I co 6i 0 cv 0 v 0 z O IMHALL ROAD 5EE 5HEET 6 OE —APPROXIMATE GRADING DAYLIGHT i CURVE DZ\ -7A TABLE CURVENo. RADIUS B. C. RADIAL BEARING DELTA LENGTH TANGENT DESCRIPTION Cl 50. 00' 500048' 32"W 90005'3111 78. 62' 50.08' EDGE OF PAVEMENT STA. 30+42.74-96.56' L T B.C. I � STA. 30+92.75-46.50' L T STA. 33+90^46.50' L T # '�` E, C. E.P. ANGLE POINT 1` �-R/W EDGE OF PA YEMEN T I \C - - 31 32 _._ _ _ ........ STA. 33+0 N --'R0 D --' STA. 20+0 ,0 MHALL ' DAD) MONUMENT L . - 354. { 7 EXISTING CURB AND GUTTER ALLEN- ORIMHALL ROAD STA, 38+50- �' E.P. ANGLE POINT v APPROXIMA TE GRADING DA YL IGH T 4)-- rn + a 59 m ca c cr ..0 a 4 a I N. V i 0 N I 0 0 N z ry W W Z 0 z W i Q 33 G STA. 33+90-35.50' LT APPROXIMATE GRADING DAYLIGHT E.P. ANGLE POINT TOE ,I--RIW EDGE OF PA VEMENT FO — — —_ — — Lu --- M uj 3q(ALLEN ROAD BASlS OF BEARING NORTH ° 00 43 34' EAST 36 37 38 fn --- - >l_ CENTERLINE OF ALLEN ROAD -w 'a: - U ;it ..� EXISTING CURB AND GUTTERCQ UJI KOA 0 - OVER TON 57"REET 42 43 �- ALLEN ROAD BASIS OF BEARING) NORTH 00° 43' 34"EAST -F - 40+6D-48.00" L T STA. 42+24-48.00" L T _ CENTERLINE OF ALLEN ROAD _MN7L7EI7V F -001MRUC� —_._- 'R1CFI;w SEEDE1A7t __ :- - MCPP�ifCl; SEStL��� _ 3" ON SHEET J. "H-3" ON SHEET T OH OH OH ALLEN- 90Ai9_ ...._ ..�......e..„ e., jj ,.$tee ._.._...�p... _. V ..... . ...x......-_..n,.�........_....w ^^.T'_' 0 5 .........`.-....»._. 0 rK -v...> ...�..vr......�.. 0 a STA e E 4. 5 7 `./ m £ 0 0 m 39+5.36-�8. 4 a I N. V i 0 N I 0 0 N z ry W W Z 0 z W i Q 33 G STA. 33+90-35.50' LT APPROXIMATE GRADING DAYLIGHT E.P. ANGLE POINT TOE ,I--RIW EDGE OF PA VEMENT FO — — —_ — — Lu --- M uj 3q(ALLEN ROAD BASlS OF BEARING NORTH ° 00 43 34' EAST 36 37 38 fn --- - >l_ CENTERLINE OF ALLEN ROAD -w 'a: - U ;it ..� EXISTING CURB AND GUTTERCQ UJI KOA 0 - OVER TON 57"REET 42 43 �- ALLEN ROAD BASIS OF BEARING) NORTH 00° 43' 34"EAST -F - 40+6D-48.00" L T STA. 42+24-48.00" L T _ CENTERLINE OF ALLEN ROAD _MN7L7EI7V F -001MRUC� —_._- 'R1CFI;w SEEDE1A7t __ :- - MCPP�ifCl; SEStL��� _ 3" ON SHEET J. "H-3" ON SHEET T OH OH OH ALLEN- 90Ai9_ ...._ ..�......e..„ e., jj ,.$tee ._.._...�p... _. ..... .... ..... . ...x......-_..n,.�........_....w ^^.T'_' "'.."^^P.^^,..e 5 .........`.-....»._. ........ _....w._..........._„ -v...> ...�..vr......�.. i a STA e 4. 5 7 `./ 6— J £ # _..� ST 39+5.36-�8. ' Do T \ELEV -E1. AND Ga._ -G. GUTTE 1110 FL OVZ. L�Q..' INE -� _ A w_. TCH EX -m. f w_-�_ ji E AND Ex TI G Uh�B Nfl� TT�R .� ! _ _ G t. OF 11EW Ctj G TTER - ----------- OT7 # N 9%. Aff- CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome., Allen Rd Brimhall Rd Wide Dra wn: S. L 0 W Job No.: T1K214 Engineer: S. LOWE Date: Nov. 8, 11 Checked By. 41;�; OLD TOWN ROAD 1 OLD TOWN IMAr sY 4RpFESS1pN� pEAN R��� FSG' REGIS RFS -CI Vil ENGINEER w C 46803 ;, * Exp. 6-30-13 CITY OF BAKERSFIELD � �lv�L 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAS_\ � REVISIONS No. DA TE DESCRIP TION 2 I/ 4 / / BASIS OF BEARING THE CENTERLINE OF ALLEN ROAD, FROM MONUMENT A T THE INTERSECTION OF ALLEN ROAD A T BRIMHALL ROAD TO MONUMENT 1, 614.38' NORTH 00' 43' 34 " EAST A T THE INTERSECTION OF ALLEN ROAD AT OLD TOWN ROAD WAS USED AS THE BASIS OF BEARING. BENCHMARK MONUMENT IN LAMPHOLE AT THE INTERSECTION OF ALLEN ROAD AT OLD TOWN ROAD. ELEV = 357.35 CONSTRUCTION NOTES M CONTRACTOR SHALL CONSTRUCT TYPE "B" CURB AND GUTTER, PER CITY OF BAKERSFIELD STANDARD ST -1. CONTRACTOR SHALL CONSTRUCT COMBINATION SIDEWALK, PER CITY OF BAKERSFIELD STANDARD S-3. ® CONTRACTOR SHALL CONSTRUCT DRIVE APPROACH, PER CITY OF BAKERSFIELD STANDARD ST -5, CONTRACTOR SHALL GRADE AND TIE-IN BEHIND DRIVE APPROACH, PER CITY OF BAKERSFIELD STANDARD T-25. GENERAL NOTES 1 ALL UNUSED, SAL VA GED MA TERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE WASTEWATER PLANT 112 AT MT. VERNON A VENUE SOU TH OF HIGH WA Y 58. CON TAC T THE CI TY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELI VERY A T (66 1) 326-3152. 2 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD 1S THE CONTRACTOR'S LEGEND ASPHALT CONCRETE TO BE PLACED. SEE ROADWAY SECTIONS ON SHEETS 2 AND 3. COMBINATION TYPE SIDEWALK AND DRIVE APPROACHES TO BE CONSTRUCTED. CON07-9UCTION PLAN 1 6. 1 - l Ddb .STREET WIDENING= NORTH AND WEST OF THE ALLEN ROAD SHEET NO. AND BRIMHALL ROAD INTERSECTION 1 5 OF S 0 1 2. 3 oQROfESSJON� 10 AN R q F RG �ALLEN IcOAD 5EE5HEET5 REGIS T ECS---C INEER a �6�a3 STA. 19+53.37^9268' LT Exp. 6-30-13 B. C. _' Cl TY OF SAKERSFIELD TELECOM, 1501 TRUX TUN A VENUE °° -- Fc -��--- �� , SAKERSFIELD CA 93301 OF CA��F -•- �. pc� � �� STA. 19+03.37N42.sD LT � �_ _ _____ FO ui „ �_ -- -- -- —Ser-- — — ---- — —t# �^�*a --_ M• a __-_ -_ - -- -- --- -- - ---------- 7 77----- ./ 14EV/S/t�►NS `` = — - _ =='= = f No. DA TE DESCRIP TION W t3 { o/ z -r Q117 _ _ -' c d d 2 / / } 21 — — ..... € ROAD SOUTH 89 11 28 EAST_°°-� STA. 12+35 BRIMHALL ROAD ^ ----�--��- ---� p fly'• AI�IAAI-!dl i ���� ,_... o _.__..� __•. M_. MONUMENT ELEV = 352.36 CENTERLINE OF CONSTRUCTION Y _ � � LL N ROAD �0- 1 �_. �� � �_ .�.� STA. ZD+DD Rl H, LL RO D) - - �- f3KIMHALL _ _ _ �.... _._ _ _ ... _ _ KCA L/ MONUMEIV T EL V. 54.07 NZ FRONMAGE ROAD 00 i LEGENDP. '{ ALL UNUSED, SALVAGED MATERNAL SHALL BE DELIVERED, BY ASPHALT CONCRETE TO BE PLACED. •� � I � i � • _ THE CONTRACTOR, TO THE WASTEWA TER PLANT 12 A T MT. SEE ROADWAY SECTIONS ON `----�- ; o VERNON AVENUE SOUTH OF HIGHWAY 58, CON TAcr THE SHEETS 2 AND 3. c\j BASIS OF BEARINGG CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO ALLEN ROAD 06 DELIVERY AT (661) 326-3152. THE CENTERLINE OF BRIMHALL ROAD, FROM MONUMENT A T STA TION 12+35 TO THE MONUMENT A T THE INTERSEC TION OF BRIMHALL ROAD AT ALLEN ROAD SOUTH 89' 11' 28" EAST 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND WAS USED AS THE BASIS OF BEARING. E REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS ' UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING z UTILITIES IN THE FIELD IS THE CONTRACTOR'S BENCHMARK MONUMENT IN LAMPHOLE AT THE INTERSECTION OF ALLEN ROAD AT OLD TOWN ROAD. ELEV = 357, 35 3 Q) t� E m m a� <t 3 N . ry f E n m ' .. Q N Q yF 3. ,r r l j4 • i aC O N Lij z w z w I Y CON07 RUCTION PLANI %70 y ©/� �/' p c j / /'''� /� C p p // q Fife Name.- Allen Rd Brirrrhall Rd Wide Drawn: s L o wE STREET WIDENING.- NORTH AND. WEST O� THE ALLEN ROAD sHEE r N o. l.�Hf��/-7 i7 /�LL�/' CAL,/�OR V//`1 PUBLIC WORKS DEPARTMENT �%ab Na.: T1K214 Engineer. S LOwE Date: Nov. 8, 11 Checked By. AND BRIMHALL ROAD INTERSECTION 6 OF 8 `0 1 2 3 d - n 00 NO ci Ln 0 N C 0 .a 0 z 0 C: as C W Q C 0 0 E m 1 �I 01 N :r O N 0 z tE w w z 5 z w APPAL005A J1 AVENUE EXISTING EDGE OF PAVEMENT M to Ma - - EXISTING CURB AND GUTTTER TF + Z "' 4 458 LF 458 SF c M i� ir) N W `' 4 28T y� —_._ _ 1 7 F EXISTING CURB AND GUTTT cm 18 cv m --- ----.- _._ _. _. ___ -01 r- cp ti '�?`' 28 S ER � 19 --s q cc> �.., 7. 21 22 nt� i — 25 - -_ C -_ _ c*s l.. E 4 796 LF 1 796 SF 1 733 SF _.. �;; - _ __ __.. -` 12 345 LF N 51'-53.75'------;6 3T8 LF 1 455 SF - EXISTING CURB AND GUTTTER; �u ~--- --EXISTING CURB AND GUTTTER f,. �i ALLEN- KOA0- MRMILLION PRIYE ORIMHALL ACOA® 14J 171 N; 4 302 LF, Q "' 1 302 SF N -27 79 W C7 �. +- ti .. CC N_1 476 SF - a `Z BA YxTAPER - 1 236 SF 8 200 LLFJ - �- W 6 301 LF i 4 298 LF 8 199 N ORIMHALL ROAD 5EE 5HE'E7 6 5EE 5HEE'7'6 11 ' x 120' -FAP .- 00 ESS ION pEAN X20 � G, REGIS ERE Cl VI ENGINEER m C 46803 i * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF CIVIL BAKERSFIELD, CA 93301 OF CAt�F REVISIONS No. OA TE I DESCRIP TION ;� A,? / / T_ GENERAL STRIPING NOTES 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD A T THE SPECIFIED STA TIONING FROM EXISTING EDGE OF PAVEMENT, EXISTING CURB AND GUTTER, AND/OR EXISTING STRIPING. ----------------------------------- W �M 1 85=�' E 7 164 LF 36 37 38Lu y a "zt "' � 1 250 SF ' i----- 53.75' cy _ - _ _ -- - _�... _ _ (Ij W _ oRco Q 0 04 9_0A0_ OVEMN 51REET OLD TOWN COAD J r 1r .._ f S 1 t asp-.cx �mx s.'e a m _.. ....--....._.._ .... -- _.............,_ — Lij L per, m zap z amrn- maxsmwas c=:r–rmae j' M? 5 717 LF Q ~ 7 155 LF 40 41 4 v qm Q ct) i ALLEN CRY OF BA KERSFIEL D, CALIFORNIA „ 0_5 '-- EACH- ---- .rr �.. �:.�' 84 SF 1 578 SF 182 LF 4 q.2-45 1 230 SF 1 345 SF4-6547 C6Nf- .......... :;;;iiii< ......__....._ ................. .........»., ...._-...... ......-..».,_. _.....-«..... _.........». ..».�,.,..... •__•__....... ..._..... 'm...»».�........ ...»....... —--""--.._...._...�o��n..__�.._._.._..�_.._-------,mvvv�ir �.mr•.-.�x..�r�-._.�.�.._-�sw.Rea�ce...�_._^.-...»�a.�x.='�xv.............—.. - � —90AL? 10 REFRESH STRIPING ONLY 11 CONTRACTOR SHALL INSTALL SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MA Y 2006 STA TE OF CALIFORNIA STANDARD PLAN AM.. CHANNELIZERS SHALL BE SPACED AT 50 FEET APART 12 INSTALL DETAIL 21 File Nome: Allen Rd Brimholl Rd Wide Job No.: TIK214 Dote: Nov. 9, 11 Drawn: S. LOWE Engineer: S. LOWE Checked By. OLD TOWN Y ROAD S YMB (SLS SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MAY 2006 STATE OF CALIFORNIA STANDARD PLAN A73C. .5rg1I~'ING PLAN /- STREET WIDENING- NORTH AND WEST OF THE ALLEN ROAD AND BRIMHALL ROAD INTERSECTION X -70) SHEET N0. 7OF8 2 3 ,.7 TRIPI G NOTES . - O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS 0 INSTALL DETAIL 27B INDICATED ON THE PLANS INSTALL DETAIL 28 0 INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) Q INSTALL DETAIL 318 3O INSTALL TYPE IV ARROWS INSTALL DETAIL 38A O4 INSTALL DETAIL 8 9 INSTALL TYPE VI ARROWS CRY OF BA KERSFIEL D, CALIFORNIA „ 0_5 '-- EACH- ---- .rr �.. �:.�' 84 SF 1 578 SF 182 LF 4 q.2-45 1 230 SF 1 345 SF4-6547 C6Nf- .......... :;;;iiii< ......__....._ ................. .........»., ...._-...... ......-..».,_. _.....-«..... _.........». ..».�,.,..... •__•__....... ..._..... 'm...»».�........ ...»....... —--""--.._...._...�o��n..__�.._._.._..�_.._-------,mvvv�ir �.mr•.-.�x..�r�-._.�.�.._-�sw.Rea�ce...�_._^.-...»�a.�x.='�xv.............—.. - � —90AL? 10 REFRESH STRIPING ONLY 11 CONTRACTOR SHALL INSTALL SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MA Y 2006 STA TE OF CALIFORNIA STANDARD PLAN AM.. CHANNELIZERS SHALL BE SPACED AT 50 FEET APART 12 INSTALL DETAIL 21 File Nome: Allen Rd Brimholl Rd Wide Job No.: TIK214 Dote: Nov. 9, 11 Drawn: S. LOWE Engineer: S. LOWE Checked By. OLD TOWN Y ROAD S YMB (SLS SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MAY 2006 STATE OF CALIFORNIA STANDARD PLAN A73C. .5rg1I~'ING PLAN /- STREET WIDENING- NORTH AND WEST OF THE ALLEN ROAD AND BRIMHALL ROAD INTERSECTION X -70) SHEET N0. 7OF8 2 3 Ii1 0 a w z Q v7 m 0 Li F- 0 a_ y N � j Qom. j N A ! ti ! 5 798 LF 4 796 LF iv i P _ N r ,.ro f ILO BAY TAPER c- - 3 135 SF o � -�- 1 SF 116 it w 6 732 LF? 1 325 SF - _ `- 1 1168 SF cw 4 325 LF -- - - ---� 8 2Q4 LF 8 205 LF n 00 O LO 0 N 0 L v N O z 0 V) v c v 0) E m m Q) Q O m 0 O ry c v Q N / 0 N J O r-- 0 N 0 z p, LJ W z_ 0 z w I 0 ALLEN LOAD 5EE 5HEET 7 s i l k7iENR / 5EE 5HEET7 FRONTAGE COAD • --olimil-IPAR dmi 201 201 SF 4 201 LF 59MIHALL- 90A0 CITY OF BAKERSFIELD, CALIFORNIA MONCRIEFF File Name: Allen Rd Brimhall Rdwn: S. L0WE Job No.: T1K214 rEngineer: S. LOWE Date: Nov. 9, 11 cked By.- ,4 ALLEN ROAD 5FF5HEFT7 14)1 1 4k I-. W O 4 N y ' Ua F. v gm W ALLEN ROAD 5EE SHEET 7 STRIPING NOTES CQ CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. Q INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (WHITE) INSTALL TYPE IV ARROWS 4 INSTALL DETAIL 8 Q INSTALL DETAIL 27B �6 INSTALL DETAIL 28 �7 INSTALL DETAIL 31 8 INSTALL DETAIL 38A INSTALL TYPE 0 ARROWS 10 REFRESH STRIPING ONLY 11 CONTRACTOR SHALL INSTALL SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MAY 2006 STATE OF CALIFORNIA STANDARD PLAN A73C. CHANNELIZERS SHALL BE SPACED AT 50 FEET APART OO ESSIOEAN pN q REGISTERED CIVIL EIVGINEER 0 46603 * Exp, 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9T C1ViL BAKERSFIELD, CA 93,301 F OF CAI\- NEVISIONS No. DA TE I DESCRIPTION Mlj� GENERAL STRIPING NOTES: 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM EXISTING EDGE OF PAVEMENT, EXISTING CURB AND GUTTER, ANDIOR EXISTING STRIPING. STREET WIDENING= NORTH AND WEST OF THE ALLEN ROAD AND BRIMHALL ROAD INTERSECTION • V SHEE T NO. 8 OF 8 I F-7 2 3 SCALE: 1" = 40' 1 116 SF - `4 M (D 47 LF (GORE) �- 1 201 SF (GORE)cp -,, --- 66 LF r' �0-20 LF- a,r 21 .�' ,�' p 2m3 Di 468 SF - - 24 _ .__ - - __ _ _ 2e- _ `F - r 8 203 Lr 201 201 SF 4 201 LF 59MIHALL- 90A0 CITY OF BAKERSFIELD, CALIFORNIA MONCRIEFF File Name: Allen Rd Brimhall Rdwn: S. L0WE Job No.: T1K214 rEngineer: S. LOWE Date: Nov. 9, 11 cked By.- ,4 ALLEN ROAD 5FF5HEFT7 14)1 1 4k I-. W O 4 N y ' Ua F. v gm W ALLEN ROAD 5EE SHEET 7 STRIPING NOTES CQ CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. Q INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING (WHITE) INSTALL TYPE IV ARROWS 4 INSTALL DETAIL 8 Q INSTALL DETAIL 27B �6 INSTALL DETAIL 28 �7 INSTALL DETAIL 31 8 INSTALL DETAIL 38A INSTALL TYPE 0 ARROWS 10 REFRESH STRIPING ONLY 11 CONTRACTOR SHALL INSTALL SURFACE MOUNTED, TYPE L(CA) CHANNELIZERS PER MAY 2006 STATE OF CALIFORNIA STANDARD PLAN A73C. CHANNELIZERS SHALL BE SPACED AT 50 FEET APART OO ESSIOEAN pN q REGISTERED CIVIL EIVGINEER 0 46603 * Exp, 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9T C1ViL BAKERSFIELD, CA 93,301 F OF CAI\- NEVISIONS No. DA TE I DESCRIPTION Mlj� GENERAL STRIPING NOTES: 1 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 2 LANE WIDTHS OF NEW STRIPING SHOWN ON THE PLANS CAN BE MEASURED IN THE FIELD AT THE SPECIFIED STATIONING FROM EXISTING EDGE OF PAVEMENT, EXISTING CURB AND GUTTER, ANDIOR EXISTING STRIPING. STREET WIDENING= NORTH AND WEST OF THE ALLEN ROAD AND BRIMHALL ROAD INTERSECTION • V SHEE T NO. 8 OF 8 I F-7 2 3 w 0 J w z Q V) m 0 w 0 J 0- 0 I I CHANGES IN QUANTITIES, FROM EXTRA WORK SHO WN HEREON l TEM No. l TEM ; ESTIMA TED QUANTITY DECREASE EST/MA TED QUANTITY INCREASE UNIT OF MEASURE 9. F . EAR TH WORK (ROAD WA Y EXCA VA: T/ON) 0- 30 C Y 11. A GGREGA TE BA SE (CL A SS ll) 0. 19 C Y 12. ASPHALT CONCRETE (TYPE "B') 0 13 TON —13. ASPHALT CONCRETE (TYPE "A") 0' 10 TON 18.F TRAFFIC STRIPE (DETAIL 8) 24 0 LF 20.F TRAFFIC STRIPE (DETAIL 27B) - 24 0 LF 23.F TRAFFIC STRIPE (DETAIL ;38A) 35. 0 LF 26. F PAVEMENT MARKING (CROSSWALK) 0: 30 SF /A T'kA rrl G S-rAZ /P, ' CD87r.4 i L. 4-c) 6 4.60 LF7� `O FL0KINE OF CURB RETURN o - __________ O �- N APPROXIMA TE GRADING DA YLIGH T ---- w 0 7Z- 7 EDGE OF PA VEMENT , TOE- 2 Q 0) 0) c 1 �I 0 0 m 0 E m 0 Q I N Y O N I 0 0 N / CD z w w z CD z w I 0 0 J / s F -A EXISTING EDGE OF PA VEMENT I L39IMHALL "IL GL NERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 2 THIS PLAN IS FOR ADDI TIONAL ROA DWA Y EXCA VA TION, AS WELL AS ADDI TIONAL AGGREGA TE BASE, ASPHAL T CONCRETE PAVEMENT AND CROSSWALK MARKINGS TO BE INSTALLED. s ROAD CITY OF BAKERSFIELD, CALIFORNIA G 1 0 SCALE: 1" = 10' 0 F F { f EX/ST/N( A.C. DIKE -,,'11 c .o Fa QRpFESS/ON pEAN R q� REGIS RED GINEEROf C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cI V�\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 4 / / 619 0 V) 4 Q) m t 0 c - E m -a i c Q) Q 0) 0) c 1 �I 0 0 m 0 E m 0 Q I N Y O N I 0 0 N / CD z w w z CD z w I 0 0 J / s F -A EXISTING EDGE OF PA VEMENT I L39IMHALL "IL GL NERAL NOTES: 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 2 THIS PLAN IS FOR ADDI TIONAL ROA DWA Y EXCA VA TION, AS WELL AS ADDI TIONAL AGGREGA TE BASE, ASPHAL T CONCRETE PAVEMENT AND CROSSWALK MARKINGS TO BE INSTALLED. s ROAD CITY OF BAKERSFIELD, CALIFORNIA G 1 0 SCALE: 1" = 10' 0 F F { f EX/ST/N( A.C. DIKE -,,'11 c .o Fa QRpFESS/ON pEAN R q� REGIS RED GINEEROf C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cI V�\- BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 4 / / 619 ,1 ml 4 rm 0 ADDITIONAL ASPHALT CONCRETE TO BE PLACED. REFER TO NOTE 4 ON SHEET 2 FOR INFORMATION REGARDING EXCAVATION, COMPACTION, AGGREGATE BASE, AND ASPHALT CONCRETE. 4 t i l O 0 t t t ,1 ml 4 rm 0 ADDITIONAL ASPHALT CONCRETE TO BE PLACED. REFER TO NOTE 4 ON SHEET 2 FOR INFORMATION REGARDING EXCAVATION, COMPACTION, AGGREGATE BASE, AND ASPHALT CONCRETE.